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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹5.9 LAccepted-AOC | 1 | Accepted-AOC LOWEST | |
| 2 | 2₹6.2 L+₹29,543.10 (5.00%)Rejected-Finance | 2 | Rejected-Finance second lowest |
| Sl No | Description | Qty | Unit | C VIJESH L1 | K MAHENDRAN L2 |
|---|---|---|---|---|---|
| 1.00Side protection work | |||||
| 1.00 | 2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. | 11.5 | sqm | 8.66 ₹99.59 Lowest | 9.09 ₹104.54 |
| 1.00 | 15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar | 10.95 | cum | 1,117.51 ₹12,236.73 Lowest | 1,173.39 ₹12,848.62 |
| 1.00 | 2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil | 28.47 | cum | 335.74 ₹9,558.52 Lowest | 352.53 ₹10,036.53 |
| 1.00 | 4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) | 21.9 | cum | 7,806.93 ₹1,70,971.77 Lowest | 8,197.28 ₹1,79,520.43 |
| 1.00 | OD82646/2025-2026: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings
and technical specifications Clause 802, 803, 1202 & 1203
II. P.C.C grade M 15
(i) Nominal mix (1:2.5:5) (modified 11.4.2.1 | 36.74 | cum | 7,686.45 ₹2,82,407.86 Lowest | 8,070.8 ₹2,96,529.26 |
| 1.01 | 4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns | 127.5 | sqm | 360.41 ₹45,952.28 Lowest | 378.43 ₹48,249.83 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 18.61 | cum | 297.24 ₹5,533.12 Lowest | 312.1 ₹5,809.74 |
| 1.01 | 2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m | 54.75 | sqm | 155.54 ₹8,515.82 Lowest | 163.32 ₹8,941.77 |
| 1.01 | OD119482/2025-2026:60.1.2. RING BUND Type II Putting up ring bund with earth fille gunny bags of top width
1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund
and maintaining the same leak proof till the completion of the work and clearing the site by
dismantling the bund after completion of the work.etc.complete. | 10 | metre | 1,344.21 ₹13,442.1 Lowest | 1,411.42 ₹14,114.2 |
Tender Value
₹5.9 L
EMD Value
₹14,770
Closing Date
10 Jul 2025, 3:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
AEE, KANNUR BLOCK
AEE, KANNUR BLOCK PALLIKKUNNU P.O KANNUR 670004
Side wall Protection work
2025_LSGD_773602_1
AE/LIDEW/KNR/TEN/2025/01
Open Tender
Civil Works - Others
Item Rate
180 days
PAPPINISSERI
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,305
Yes
₹14,770
Yes
14 Sept 2025
2 Jul 2025
11 Jul 2025
2 Jul 2025
10 Jul 2025
2 Jul 2025
Amount
Side protection work
2.32:Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.
15.9.1:Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges:In Lime Mortar
2.8.1:Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil
4.1.6:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size)
OD82646/2025-2026: Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5) (modified 11.4.2.1
4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
2.16.1:Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m
OD119482/2025-2026:60.1.2. RING BUND Type II Putting up ring bund with earth fille gunny bags of top width 1.0m bottom width 2.0m height 2.0 m side and filling in between with earth to form ring bund and maintaining the same leak proof till the completion of the work and clearing the site by dismantling the bund after completion of the work.etc.complete.
50.2.3.1:Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete
OD82658/2025-2026:PVC weep holes providing weep holes using 75 mm dia pvc pipe working pressure 4kg/sqm including cost of materials, convince, labour charge etc. complete
OD82659/2025-2026:Supplying and fitting name boards of size 75 cm x 45 cm. made with G I plain sheets 1.25 mm thick (class IIII ) fitted with 35 X35 x 4 mm MS angle 2 Nos horizontally and 3 Nos vertically to make a frame for strengthening the G I sheet , fitted 2 Nos. 32 mm GI pipe vertically 90 cm above from ground level and fixing in cement concrete 1: 2: 4 , 30cm X 30cm X 30 cm. including cost and conveyance of all materials all labour charges, fabricating etc. complete.
13.71:Lettering with black Japan pint of approved brand and manufacture
K MAHENDRAN (BID ID -2246287)
Bidder Name
K MAHENDRAN
C VIJESH
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